4.9 Rail Installation Rail installation

4.9.1 Methods of Attachment

4.9.1 Methods of Attachment

MONORAIL guide rails can be fastened in two ways. Standard rails (N) and rails for cover strips (C) have continuous fixing holes with countersunk holes for fastening from above. Additionally, rails with threaded fixing holes at the bottom (U) are available, which can be bolted from below the machine table. The following overview shows the advantages and disadvantages of both fastening methods.

Fastening from Above (N, ND, C, CD)

Fastening from above diagram

Advantages

  • Easy accessibility

Disadvantages

  • Rail fixing holes must be closed with plugs or cover strips to protect wipers
  • Protruding edges due to closures: wiper wear, contamination

Fastening from Below (NU, NUD)

Fastening from below diagram

Advantages

  • No closures required for rail fixing holes
  • No protruding edges on rail surface

Disadvantages

  • Limited accessibility
  • Lower clamping force due to longer screws

4.9.2 Rail Options

4.9.2 Rail Options

Special Fixing Hole Spacing L4

Fixing hole spacing diagram

Fixing hole spacing diagram

Fixing Hole Spacing Description:

Double or Half Fixing Hole Spacing L4

On request, MONORAIL MR rails can be supplied with double fixing hole spacing L4. This is not a standard product (order code NX). Availability needs to be confirmed. It should be noted that rigidity and running accuracy will be reduced in this case.

For MONORAIL BM rails, rails with half fixing hole spacing (corresponding to MR standard L4) are also available to increase rigidity and improve running accuracy. This is not a standard product (order code NX). Availability needs to be confirmed.

Other Special Fixing Hole Spacings

Customer-specific fixing hole spacings or varying fixing hole spacings along the rail length, for example at joints of multi-segment rails, can be provided on request.

Additional Locating Fixing Holes and Threads

Rails with additional fixing holes, for example for locating pins, or rails with additional threaded holes are optionally available.

Availability needs to be confirmed.

Additional Fixing Holes on Rail Top Surface

Additional fixing holes can be machined on the rail top surface according to customer-specific specifications, for example for locating pins or through holes (e.g., for mounting carriages). Availability needs to be confirmed.

Rail End Machining

Rail ends are machined after separating the rails.

Standard Design:

Rail end machining - Standard design

Standard

Important: Special rail options need to be planned in advance and confirmed with the SCHNEEBERGER technical team for feasibility and delivery time. These options may affect rail performance characteristics, and detailed discussion during the design phase is recommended.

4.9.3 Closures for Fixing Holes

4.9.3 Closures for Fixing Holes

The following closures are available for rail fixing holes:

A comparison of the advantages and disadvantages of various element types can be found in Section 4.3 - Rail Types.

For available sizes, types, and ordering details, please refer to the SCHNEEBERGER MONORAIL and AMS product catalog; for installation information, please refer to the SCHNEEBERGER steel plug and brass plug installation instructions.

Plastic Plugs

Plastic plugs

Features:

Brass Plugs

Brass plugs

Features:

Steel Plugs

Steel plugs

Features:

Cover Strips

Cover strips

Features:

4.9.4 Rail Length Tolerances

4.9.4 Rail Length Tolerances and Rail Fixing Hole Tolerances for N, ND, NU, NUD, C and CD Type Rails

Longitudinal tolerances for single and multi-segment rails are: L3 = -/-2 mm

Position tolerances for fixing holes of single and multi-segment rails are as follows:

Fixing hole spacing diagram
Fixing hole spacing diagram L4:
L4 = Fixing hole spacing
L3 = Rail length
Position Tolerance t (mm)
Rail xn ≤ 1000 mm xn > 1000 mm
Induction Hardened 0.4 0.4
Fully Hardened 0.6 0.8

4.9.5 Screw Tightening Torques

4.9.5 Permissible Screw Tightening Torques

The following table lists the maximum tightening torques for DIN 912 / ISO 4762 fixing screws. These values are based on the friction coefficient μ = 0.125 in the as-delivered condition.

Screw diagram

Caution

Component damage from incorrect screw tightening torque

Tightening Torques for Fixing Screws ISO 4762:

Maximum Tightening Torque (Nm)
Screw M4 M5 M6 M8 M12 M14 M16 M24
Size (15) (20) (25) (30, 35) (45) (55) (65) (100)
Strength Class 8.8 3 6 10 24 83 130 200 700
Strength Class 12.9 5 10 16 40 95 166 265 1100

Note: Values in parentheses in the table indicate screw lengths (mm).

4.9.6 Lateral Force Without Locating

4.9.6 Permissible Lateral Force Without Locating Surface

For cases where no locating surface is provided, guidance values for maximum permissible lateral forces can be obtained from the following table.

FSide_max values depend on dynamic load capacity C, carriage fastening type, and screw strength class.

Note: Based on strength class 8.8 screw connections. Values in the table represent maximum lateral forces applied by one carriage to the rail, applicable for standard fixing hole spacing L4. When using two or more carriages, values increase accordingly.

Lateral force diagram

MONORAIL MR Maximum Lateral Force FLateral_max (N)

Size Carriage Types A, C, E Carriage Types B, D
25 1400 1600
30 2800 3200
35 2800 3200
45 6900 7900
55 9600 10900
65 13200 15100
100 31500 36000

MONORAIL BM Maximum Lateral Force FLateral_max (N)

Size Carriage Types A, C, E, F Carriage Types B, D, G
15 280 320
20 480 550
25 710 810
30 1400 1600
35 1400 1600
45 3400 3900

Note: For detailed values and data for other series (such as AMS), please refer to the SCHNEEBERGER MONORAIL and AMS product catalog.

Maximum lateral force for single carriage diagram

Maximum Lateral Force FSide_max (N) Acting on Single Carriage

The listed maximum lateral forces apply only to ideally rigid connection surfaces in the connecting structure and steel or cast steel screw fasteners. In cases of unstable connection surfaces, screw loads increase significantly and may cause screw connection loosening. For aluminum screw fasteners, maximum permissible lateral forces should be reduced according to VDI 2230 standard.

4.9.7 Tensile Forces and Torques

4.9.7 Permissible Tensile Forces and Lateral Torques

The maximum load of profiled rail systems is determined not only by the static load capacity C0 and static moment M0 of the rolling contact, but also by the screw connections of carriages and rails. In this case, the screw connection of the rail determines the maximum load limit.

Maximum Tensile Force FTension_max and Lateral Torque MQ_max for Profiled Rail Systems

Note: Based on strength class 8.8 screw connections. Values in the table represent maximum permissible tensile forces and lateral torques applied by one carriage to the rail, applicable for standard fixing hole spacing L4.

MONORAIL MR Maximum Tensile Forces and Lateral Torques

Size Carriage Types A, C, E Carriage Types B, D
FTension_max (N) MQ_max (Nm) FTension_max (N) MQ_max (Nm)
25 18800 200 21500 230
30 37000 490 42300 560
35 36900 590 42200 680
45 91700 1900 104800 2200
55 127400 3200 145600 3600
65 176400 5200 201700 6000
100 419400 19700 479300 22500

MONORAIL BM Maximum Tensile Forces and Lateral Torques

Size Carriage Types A, C, E, F Carriage Types B, D, G
FTension_max (N) MQ_max (Nm) FTension_max (N) MQ_max (Nm)
15 3700 26 4200 30
20 6400 60 7300 68
25 9400 100 10800 120
30 18500 240 21100 280
35 18500 300 21100 340
45 45900 970 52400 1100

Note: For detailed values and data for other series (such as AMS), please refer to the SCHNEEBERGER MONORAIL and AMS product catalog.

Precautions

When exceeding these values, always check screw connections. For this purpose, you may need to loosen the screw connections.

The listed maximum tensile forces and torques apply only to ideally rigid connection surfaces in the connecting structure and steel or cast steel screw fasteners. In cases of unstable connection surfaces, screw loads increase significantly and may cause screw connection loosening. For aluminum screw fasteners, maximum tensile forces and lateral torques should be reduced according to VDI 2230 standard.

4.9.8 Accuracy Influencing Factors

4.9.8 Factors Affecting Accuracy

The accuracy of rail fastening is affected by a series of factors:

Influencing Factor Description
Accuracy of connecting structure Surface accuracy is directly transferred to the rail: insufficient quality shortens service life
Straightness of rail No kinks, compliant with SCHNEEBERGER specifications
Fixing hole spacing Screws cannot be installed in the machine bed but remain in the rail fixing holes
Installation method (with/without lateral locating surface) When applicable, limits straightness
Tightening torque Ensure uniform screw tightening
Use of flat washers Ensure flat washers are not positioned over fixing holes and do not limit plug installation space
Lubrication condition of machine bed, rails, and screws Clean all components
Installation method (tighten screws at once or pre-align with lower torque first) See MONORAIL and AMS installation instructions
Tightening sequence for fixing holes See MONORAIL and AMS installation instructions
Temperature difference between rail and machine bed during installation (thermal expansion) Ensure rail and machine bed are at the same temperature during installation

Detailed Information

For detailed information on each point, please refer to: